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390 NE 98 St (10)4 0 C 1. S .'t /..'1, rte P4 .1/ iCt fi ytl t.r •° /01V . ( p / k ' / 1 A ? 1 ,, rt',S 4. / „ / 7 i = 7 . 4 . 1 '/ (5) 111 �s1;ja•..' rr,f`��.7'frri.�r ..->Q 1.s /1 .124z,. :. � / p ry ,/ / 1 / T % / I 11:443 (” / l i r? / 9 f n J% ii!): 14 r r4 R.o, KTK;AS 1 .� r r .� - 4 ►.OT Box suet) CITY feo $ 1 TE - CQNTR(,CrOI— 1 1 VERIFY ALL O!MENSI0t43 r , V. k1. k LLENBOGJN .\F2 FGr 923 LINCOLN ROAD -MAN t FLA. P /i�r /Ci 11 / Gxyf: •( :: a'gN»r w:ni'.XY'Lx(.tY'Y�t:anr4:i+ 3y .nuu. *fl -µ4;L. V A: Fe ✓n ar w� ewe? ;tikair+wssi«�., • a+ �snp! rr�srdu+ e+` r.i+' wNM'w" N? h�++. i' M, wYFS- rCywysMC*�;".KR*??.hs':RSM W 44.- % A\ } 'z& :K e :.... . .. . ) xJ <. ' 4 ƒ;); �\� Y ._ , al/ -3 f; r Vel /IJt� r ; , I e, • ezic BATHROOM E%IStFO TO R]'tAN E EDIi00M MI NS TO REilAN BEDROOM { 11 LIVNS 80011 DCIOTN6 TO R81AN p -1 REQUEST BY INSPECTOR SIDE IDCi$TINS TO R31AN PAIILY ROOM INIIITNI3 TO REMAIN SCALE V, - 1' ENJOINS TO ! IAN KITCHEN DCIOTN* TO RE1'UOI DNEEI ROOM EXISTING FLOOR PLAN TO REMAIN j, IINIIIUfIN11 •tt� auu.1 -- _4 DOSTNO TO FEIM1AN ExI bTPYi TO EMTNOD011 ExlbTp TO ROMAN t1A ROOM zo r UIllhIIIllIOIIIlIIIIIIlIIII oiIIG v LIVING ROOM EXISTING TO REMAIN REQUEST BY INSPECTOR SIDE EXISTING FLOOR PLAN TO REMAIN SCALE 1/4 " -1' REVISED e31 REQUEST BY INSPECTOR SI 04 -21 -03 ,6 Ii 1 r z u 1 0 - ° '° ta Q 0- m 1 ik- 41 z 1— r 02 11' � O . i � 4 il .t 11 } =- c _ IL m� 0 y 111 DRAUAN AMPARO MEJIA R DATE MAY 3 -02 SCALE 1/4 "= 1' - 00" FLOOR FLAN A=1 N.. — — - �r HEXAGON It:) 1, L(L i W 14 FLATS Maximum Areo 21.65 so. ' i i FAN I, )/ 12(7 x Maximum Areo J3.20 sq. t. NON—IMPACT WS 1.) GLAZING: 3/16" TE l'riPERED 2.) 0P FJGi_:RRA7i0NS: 0 3.) FOR OES:GN PRESSURE RAZING SEE - COMPARATIVE ANALYSIS. ON SHEET 3 OF 8 4,) ANC, -,QR 1pfAX1 IIM SPACING: 15.000" 5.) SHUTTERS REOJ /RED AT ALL INSTALLATIONS 5.) ALL FRAME Jo I -s r0 BE S =YAM W LDED 7.) REFERENCE - TEST REPORTS: FTL — 23318, 2819 2820 Rol:ert L. Clark PE 439712 Sil 'uctural J L_t 060" Mcxim urn ArarJ 19.64 sq. / ; :/j / 'r LL =` � I i?0 x 4-6, Moxirr;ur`;7 Arco .3; .46 .1; ft fir: K WS. R. 24275 r a • Orsc rr,,:, (7: . ,� 1 60 20" M c y, i m u rn 47.32 F. K. 8/15/0 15/ 0 t ! R EG;P.A Wt•. Cn:e: t A t.. F/ ED VifTVDOW 5 <a . enn�/Lro.'d. ' SCr ;•c I .4,[ti: 1 t;C:kCIWS, a 34274 F — N TS J r -1 !I � I. ELFV4T1ONS, 5/16 TEMPERED 1 , i A ( sc; f:. Q i' r � . GLASS 5517 f� -'.- i r`O. Lr) e$ t: S:n,rH j LORCA 1lrn ' C OE PPCz L T : P.CL LIVIF.':oM !') E N , C' E. CCMPLIANc= c.FF: E ABCEP1A',>LEF, :::C 'r'' \t'. � I 13 1 j C. • i P L E 58" x 6th " Mc u i f!tr,(, 25.22 sq. / i / 0 , ' ? ' . / �L - F 120" x 60" Maximum Area 39,27 sq. ft. NON-/A/PACT 1W' 1 Nr j) 0; WS T 3/ TE ?,( PERED GLASS RErc ;EST RED =ORTS: F;:!- 2.378, 2879 &: 2820 4— — ( \` `71 / 7/ 1, / / II j T I� RAPEZOID 60" x 1'7n Mi X1 rnu n Ar'er7 43.7.5 .so. ft. t/i / 7/1"(-- / - // Y/ / Rohm L. C! n . P.E. PE 1139712 Structural U L IA,L, ' _ 60 „ Maxrmurn Are. 29./1 sU. lt. t NDUSTRIES 070 TEChNDCYS r : ?4..7 �r'..*1),54!4. tZ T427 J r maximum Arco 17.8 3 ()� rrrt Nv. J.J. {J :grnpLtir; Tait: :// L r__LJ1`I' J.� , r Al ! V t L Pc,zd St F. K. 10/ ELF r IONS. 3,/ f 6 Se rie x fun?rL P.O. &O.c 152? N2.'OuZ, r? 2 7 4 r - 6000 Dote e% 15/Q 60 x 1 ,Maximum Area 30.00 so. r ,N1 _ > ' 9 Re��s=onr: L J , L P %hQvE✓ A C ('JPI t v.iTH 7 Sr9J1' li;rt04; 0 ^F PE7G:r /CT C,ORTFC BJIL�I� 'A1.CErccIrE n :C.PWAriCE T.O ; - COA 0? TEMPS RED ,,LA S ALUM! NUM FIXES) WINDOW '350 I IZ „ 4 HFIW`Ei\1 FLATS Maximum Area 13.36 sq ! r CA t J ! !:J 74" x 36 Maximum Arca 14.42 Q. ft. r r t . NON - /MPA W /NL)0vl�; Gi 7It • ANNEALED 2. ) C0''•IT7CURATJONS: 0 3.) 1 - 1.?' DESIGN PRESSURE `"r.ATiNC; SFr C OMPARATi iE ANALYSIS ON SHEET 8 OF 8 4. } ANCHOR MaX!MJM CPAC!NC 15.000" S.; SHUTTERS RE AT ALL 1PJSTALL4T1ONS G ALL FRAME JOINTS TO BE SEAM WELDED 7., REFER} rNCG" TEST RETORTS_ FTL -2748, 2/56 ,?r 2 ?sR OE ‘:N V i- 048 Maximum Area 12.57 5 :q rf. ELI ,f'? 7 x .:b Maximum Arca 1'1.53 sq. ft. 7 {/: Robtrt i. / P..F_. PE A39;i2 StrUC;Ur, j INDUSTRIES J • 0 a -n 3r 1 ru fO %U' TECH OLC.CY rp ",t P.O. 8:x 15:9 NQr u,S, F 34275 NC.KCur_. f . 31274 ( ' Str , ts /ki\O!f• F -6,000 r-1 F . 3 ; x 74 ,i oxi.'nu ,� r`a,i ±a 10/24/00 1 7 C ?C 1 ' 7 r MSC+ f....: L'! , r __ r .K. 18/15/011 ;?`[L 1 ALUMl /vL 1Ai F7;t'F WIND 0O E LEVAT!O" S, J/ g L., A P EAt FD ao e: Shcat: L e;rq r4o ;V T S i 3 or 9 1 I S H 1 7 F,P.P.OV 1 A; COMPLY NG ThE �C1JAN gg - 61:11 O :NG OCE. OAI ALP BY 1,�f F ) o . jj : ,, ET aN.? rpFliCE __L^.t.c2:6.,r tiC)Cg 01 �%� C,-„ 55 ', / • ..'7 ••••'' // \ \ _ — ,_ , %.,\...' .. .7------ " / -:--->-- -----, --z.. i /. / ■ 1 1 ' ,/v7, -\:-_-,-.■NN I 1 // 1 I N < ..:- 1 / „/ / // \\;\ I/ I \1\ \ Utlf \\\ 1 I \ J 1; 1. 5H x 58 OUARTE CiFCL Maximum /Ire° 18.35 sq. HA F CIRCLE _ . 74" x 37" Maximum Arco 14.93 sq. ft (VON - tMPA 0 T A LI 01/6 CONT. 3/1 6 " ANNF7.4: FD GLASS RFFFRiNCE rr.ST REPORTS: FTL-2748, 2756 & 2738 0 C TA G N 48" x 48" Maximum Area 13,26 sq. ft. Robert Clark. P.E. FE 4: Structura: INDUSTRIES 10 ar.; i? r/E t.ICK OM;r., FL 2 ...........;___:>, „............„..... ....,........,...: ..._ r 1 , ; ay: Descr),:f5or.: J.J. 1' 74" Maximum Arco i 7.8.3 sq. Maximum Area •14.26 . ("" A . I D V r• T- r i te-A v 74" x Maximum Area h /G; On!e: 10/24/00 E E.VATIONS, /1 6 ANNE (_',LA SS Tit ALUMINUM FIXED 'el/11\00W ':r-ref. P 0 .730 75;2 7 3 74 F-6 N /1 37 „ 1 n ptv;s:c.r5. 11 1 1 1 . PRUVEIJ COM "r■iE 1)1.1 7)-c0.1, I &VW NICOL J 1 - cArrE 1/4 Th 4 PRVDtbCri7R0r_ DivISI Dr: cD eJiLDING CCCF COMFLW4CC Aa" F PTA h NO Q4 • .)-■ MAXIMUM 1-i EICH T S ; T;;RLI si T () PAN I 'NCO° 5C ,.??...1V 3/1e " I I: X HD . IAO'CON (SHOWN) OR 3/1 6 FLA 1 , A PC ON \ (C'SjNK REQ'D) 2x wri. OD ?)N. GLIC;.e 1 1,/4 HIM MAX 3 ; 6 TFMPE R ED OFe ANNE4 LED ; / clIcA•4 • SECT/ON A—A TYPICAL c•F CifON IP•fSTALLATiON INTO CONCRFil AT SILL & WOOD OFAD 657.0( R Obtrt IL Clark, RE N.: 039712 • Sructural d 1-1/4 MJN. - 1 • 4- • • • • s • 'X"' le • • . t:")^? W00 SUC: - 1/4" SHIM MAK. T3 L.Mr r A NN L LED INDUSTRIES .3/16" PFX HO. TPC0N (S; CR .3 *i 6 - FLA T Grc B): J J. Dcscr;ptiesr: 0: TrCi-eSOU.nr oR. P0. COX 1 ? NC-4:0m1S, Ft .3427.5 rt .5427‘ MAXWM WIDTH SEE SHEET'S TH al 4 F(r.- e F.K. 5ent3,4(c-defr r— 60"")) EA 0 C NOTES: i. MAXIMU M OVERALL DI 1 NSIO NS ARE APPL/CAE3L1 1 t (...770NED SHAPES ANCHORAGE Mt. /HODS ARE APPLICABLE TO ALL SHAPES SHOWN OP-I SHEE I f) 1 THROUGH 4 OF 8. Co:t. 7 I? tQLj WN Dal C.: 10/24/ SECTIONAL & ANCHORAGE UMINUM FlATD WINDOW - 177— , . 1 ; , • . . ' -/ • 7.. 1.0r•obio cEcTioN 8-8 Ta 1_ SEC TICN A rr ER P44 ; NTL LJTi ON IN . 0) 2. REFERENCE TEST REPORTS: FR —2818, F IL— 2819, FT! —2820, FT; —2748, 1:71.-27 6 & F7 L-27.58 T-11/ 1 rcif. S! 1 .5 of 1 e.pPrz, rr4 jv TI ,g.)1,;TH r.o.■CA cA E S t.P 1 3 EUuIJG CODE COMPLIANCE CFCJ f ) < IN' 1 -44— L., \-; f 7 / , ' H EAD , r0 - J - (CT -2 000 /*CIL/AN/NEL 1.544 F— 6000 FRAME EXTRUSION 2 b. 7 8 Robert L. k. FE r3 712 Strtxttu al PART C Q 611E8 6..SM5 DESCRIPTION M / S J LJ -CHA NNEL. GLAZING G - BEA 7 ( 1 3,34 x ..314 P . PH. Ski C 4 62899C/5250 IC 5/LICON RACK F3F0011‘,1G 61308K CLOSED CELL FOAM TA PE SEAM SEAL 3/76 A NN P.A ED GLASS 3/76 TEMPERED GLASS 7P WS tV #6 . 7/8 FL. PH. TEK VISIBLE LIGHT CALCIP A TION W W WIDTH "TIP TO TI P " -- 2.588 " WINDOW HEIGHT "RP TO TIP" 2.688" INDUSTRIES 1770 rECILOGY NOKr.■titS, F. 34275 r r acA' 1.529 WI SC'ICS/VCITA NOYCLotS. FL .14274 r-6090 1:7) i l/r 7. A L .; - 1 ( Rerso F. K . CTt ey: ettt. "1'1 19/24/00 9 AL UPe1/4 UMA.<" 9? = SP F C , 1)Vv1G E TAP": (-TEC:IA/ISIS OF FL 91 s• fiVr r/MOREHE.4.1) • - TR/PI E r,VA.t.04% C 01? = TRIPLE 14.i.? ON 0 (=LASS OP =1 H- WWH SPENCER OR EXTRUSION PROFILES ee B. 0. M. ALUMINUM FIXED WINDOW NTS LE, er 9 1 550 - ND OR 4,F — 7168 ' ; 1-7 .•1 KPPRCNED AS C.,01-Ttrit4c; •?,1T TICE 1TH r1ORIOA 000E CiArr SEP 1 3 i.00 9Y FliCoVC"T OV...ToCtl riNC CODE :OMP NC tiCE ACC EF* ktICL ■-f7,0 (,)\, C)7_ - 7 > J r C 1.1 1— rr r. -r rr .5."Aeri; cx gee. 17 - i /7: I REr RENO TES T R, EPC ETC. FTL-2818, 2879, 2820, 2748 2756 &: 27.56 L TYPICAL GLAZING D c TA. • J/76" GLASS 3,1;5" ANNEALED .3,/ 1 r.;" T EMPr:RF -0 % i �; t�� _-_ G LiA SiLIGON kcben 1... (Aart, PE 4 Structure) INDUSTR[ES 070 TECHNOLOGY OSA-g N0: Fl. J4275 ` Ll l l (:"'.1. c R L; , ;---, L. } L i� / 1 t. � r 7f+ 90" C u")l''r\'CF L '. '1+tvg +li,'\ri " Ikcrn ar Pose*„! on: L V • r.Y, . 18/75A.; • • gr. rc.: )'<'E D �=.if IV's/ G1 4 7 /Nr' f CORNER DETAILS ALL/ f f ' U A'f id b • rr ar : , � J 1.1-x. -, L,' t,� �•v S:rts /Vc•-CC'. �'G�t• S`cct. P.O. 8OX 2S : L / � r � , fig•`. ���.(;.i. EL 34274 ! F— E600 ` N T S 7 or 9 RF'f' AS C )MP:1'1 ".t. +ti'r1- Tf C.LTF'F' :C1 n c.xT' •'-; LT: 1 3 2U T 4. 7,1/a_ i ;sl p C c>j ::.T73 FJ ;fCI. nl:calD!{ • i O. �' • c r' i RCY7 / " ( 1 CLASS " 1/4.2 _ 1 } I tive • / ) PO -Tian L'2(*-3 hos 1 on Co rnporc tive J.) Numbers re fo 1 0 screv,s or ,/ 1 5 T cp cons. 4 An - rflaxtrnurn , • Negat;ve Design Loods !, tHeighls I 26. 000 39.000 5 1 . 0C.70 50 00D DE.- T Li..)0CS boseo on 1 ,,orn, - 0 4 ' t L 1.?25 24.000 1.5.5 00 ; 00 i 7.3.5.00 73.5. 1,5.5.00 L 73,00 (Jo 1 73.5.00 L KJ: n d 0 w Ilei 79.125 124.000 25.000 ' 100.00 ! 700.00 3 9-000 ; 00.00 700.00 1 51. 100.00 700.00 Fa 000 700.00 100.00 REFERENCE: TEST 1- 1 1-28 1 6, 2879, 2320 26.500 1:55.00 735.00 ! 35. 00 135.0n 25.500 100.00 700.00 /00.0o cr !35 !J5.00 35. 00 1.35.00 Aniy5T c d Glass T tine iysis ari d O/C) c - C I r.L.: r V.V;'c do w V/ id hs Win d w Widh s- 48.000 735.00 1.35.00 90.60 .3 / . 0 00 100.00 1 100.09 7 00.00 7 00. 01 100.00 90.60 1 00.00 90.60 (-) , • L-" 7. /12....c.) (4. ROberl r7):1).k. pp. Pri #39712 Structural 60 000 19 7. Cf)0 711.200 1 1 .$5. 00 I 1 75. f• 122 90 1 712. (_30 135.00 1 78.90 59.60 65.50 /7.20 f .3 . 00 1 55. - i .58.00 _- .8.: 1 .58.00 1 60.000 i 100.00 100.00 80.30 53.00 t.)1 Tire: ow, : 1 1 0 /2 4/00 : 711.000 ! 20.000 1 100.00 97.000 1 78.90 69.60 . 6 100.00 1 77.20 I 1 5 5.; 1 : gg 700.0A 71 1 5.50 :-). ' _ - ).80 , - - 1 5. 00 1 :f8. 00 1 I F. CYr•C 0Y • Al UfVf/N L/Ai Fi)'FO iNDO [ SCO■t: • 1C TFC, 0.-7 P 00e 1529 3427:: F. 4 27 4 F -6O0 ' T- Ar1=9 M71:r.M3 VAni TIC &01.:71■11.0P1CA OTIDT3 COC • r L°. 2a,i_if T P.• . COM r- P4 T IVE , . ‘-* Y 1 4 i :... , , e ..., r, 9 N'•'.`. . 3- ED CLASS ; 0 T ES: .) ne' oods bo.c.- on Corriporotive Anolysis and Gloss Table ASTk.1 1300. 2,) Po5z.itive Design Loads based on Comperotive Analysis and Wu ter TO Pressurf.3. ) N umbers are f 910 ;r;rew , - : or 3/16 Trrocon. 4.) Anchor maximum spacina: Negouve Design Loads Window Window Widths He ight.s' ! 19.125 24-.000 25.500 3 7. 000 I 48.000 93.125 26.000 120.00 95.70 87.00 78.50 I 59.20 53.50 7 7. oco 1 75.70 85.70 77 40 40.00 4.0.00 I 40 00 Pot-:io/c.- DesigR Loads Win do w Window W;drhs 19.125 T 24.000 26.500 1 i 37.000 48.000 26.000 100.00 95.70 87.00 j 78.60 59.20 37.000 100.09 85.70 77.40 1 40.00 40.00 HEFERENCE: TEST FTL-2748, 27,56, 2/5B / /yr Robert L Qfark, P.E. PE P5712 Structural 53,60 40.00 60.000 48.40 37.00 60.000 48.40 37.00 INDUSTRIES rrcHh, DRA NONO)JiS. .342:-5 74.000 42.20 28. 90 74.000 4 2.20 28.90 . _ E•. ar. F.K. 5/15/01 RECRA Do' t. 0,124/0() Descriptior: CO MPA RA TIVE ANAL YSIS, ; IV N - MPAC AL LIMN Uhl FIXED MIND 0 W sco, P.C. &O,k' 152? N a 342741 F- 6000 NTS 9 r+ A,r-■'FCIt.';' tS Cr: M.PI r NG 67;1 hi 711E 5 F r iz ts 1),;r1r,"„t. OA E 3 2 . Li SVLCYNG CC.1.3F. O flC ACCIPTAN:r: Ci Fztv: 55 /t' g t PRODUCT CONTROL NoTrCE OF ACCEPTANCE S'C'I' Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manucicturcr. APPROVED: 09/1312001 '',5 5CD01 ".p <<000':',mrnplatestnotice a<aau.'c cover r.age.dot Jrrterr e( mail address: postmaster(i buiidingcodeonline.coni MI/ M1-PAD MIAM1-PADF COUNTY, FLORIDA METRO DADli'':..\GI,1±R BUILDING 1l!'1I,I)IN G CO1)1 COMPLIANCE 01410? tyI?•; Ir1R( >•I)ADIL i•1.,`,('i1.l.a; lil 1603 MfAA1!, r1.OItl0. 33 ( . .l (, )5)375-2 9.,1 FAX (3().5),.,."5.: CONTI {A(.•IOR !.1('h;\NI' S•;( "110N (305) 37S -2 7 FAN (31i) CONTItACrol{ 1 >I1I >;1O (3t;5) 37S- :( l'A> (3t) )75.296N 11{01)(1('1' CONTROL UIVCSION (;0;1375.2)u2 TA X (30`1372- W6") YQur application for Notice of Acceptance (NOA) of Series F- 6(100 Aluminum Fi'cd \ 'iitdc>>,>, under Chapter 8 of the Code orMit)mi- I)r.tdc County governing the use of A(lernate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade Cc>_:nty Building Cod Compliance Of'lice (13000) under the condition spccif;od herein. NOA shall not be valid after the aspiration dale stated below. 13CCO reserves the right 10 secure this product or material at any time from a jobsitc (Jr manufacturer's plant for quality control testing, 1f this product or material fails to perform in the approved mariner, 13CCO may revoke, modify, or suspend the use of such product or material immediately, I3CCO reserves the right to revoke this approval, if' it is determined by BCCO that this product or material fails to meet the requirements of the South Florida l3uildini; Code. ACCL•`I'i'ANCE NO.: 01- 0102.03 EXPIRES: 09/13/2006 Raul Rodriucz Citi_f Product Control Dk'ision TIIIS IS THE SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE EE This application for Product Approval has been reviewed by the I3CCO and approved by the Building Coda and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. � 6 Francisco J. Quinnttla, R.A. Director h"liaini -Dade County Building Cod: Compliance ()Mee IIontepagc: h(' 1p: 1.,+ t+ + "w.huildtnt;coctcotttitte.cont PGT lntlu.Strics ACCEPTANCE No.: 01- 0102,03 SEP 1 3 ;'001 APPROVED EXPIRES: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS IONS SE? 1 3 20S 1. SCOPE 1.1 This app: an altimint:m fixed window, as described in Section 2 of this Notice of Acceptance dosined to comply with the South Florida RufIdin,! Code (S1 1994 Edition for Miarni -Dark County, for tho locations' where pressure requiremenis, as determined by SF;3C Chapter 23, dt_ not exceed the Design Pressure Rating values indicated is the. approved drawings. 2. PRODI2Cis I)ESCRJP'1'!ON 2.1 The Series F-6000 /Ruminant Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawin No 550, Sheets 1 through 9 01'9, titled "F -6000 Aluminum Fixed Window," dated 10/24/00 and revised on £3/15 /01, prepared by manufacturer, signed and sealed by Bobcat L. Clark, P.E , bearina the Miami -Dade County Product Control approval stamp with the Notice of Acccpta ace number and approval date by tho Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. 1.1\IITA FlONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Eating vs, Window Size, sec Comparative Analysis Table for tempered glass in Sheet S of 9, and for annealed glass in Sheet 9 of 9 of approved drawings. 4. INSTALLATION 4.1 Thu a 1unn1num fixed window and its col poncnIs shall bo installed in strict compliance with the approved drawings, 4.2 Hurricane protection system (shutters): to determine whether the installation squires a hurricane protection system or not, see corresponding tabu: in approved drawing, 5. LABELING 5.1 Each unit shall boar a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PEIZVIIT REQUIREi1EN'l',S 6.1 i \pplication for building permit shall be accompanied by copies of the following: 6.1.1 This Notice. or Acceptance 6.1.2 Duplicate: copies of the approval drawings, as identified In Section 2 of this Notice or Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the 13tiiidinzt Official or the, South Florida Building Code (SIFi3C) in order to properly evaluate the installation of this system, Mantic Perez, P.1;. Product Controy1- a miner 1'roduc A;rdrel Division lam' P(r h Industries NOTICE 01' AC :CEP i•ANCE: S'T'ANDARD COND1'I'1ONS 1. Re.newa' of this Acccptancc (approvai) shall be considered after a renewal application has been filed and the original sui; milted documentation, including l:;31 supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall he permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved ", or as spcci stetted in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: ti. There has boon a change in the South Florida i3uiiding Code affecting the evaluation of this product and the product is not in compliance witli the code changes; b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d. The engineer, who originally prepared, signed and sailed the required documentation initially submitted, is no lc practicing the engineering profession. 4. Any revision or change in the materials, use, an(l'or manufacture of the product or process shall automatically be cause for tcnitination of this Acccptancc, unless prior written approval has been requested (through the tiling of a revision application with appropriate fee) and granted by this oftlee. Any of the following shall also be grounds for removal of this Acceptance: a, Unsatisfactory performance of this product or process; b. :Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acccptancc number preceded by the words Dade. County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety, 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Acccptancc contains pages 1, 2, and this lass page 3. END OF 'FI11S ACCEPTANCE 3 ACCEPTANCE No.; 01- 0102.03 APPROVED: ,..P ti'2 )0 ExI1RI;S: _ SEP 1 3 20D3 ayeaL„:„.2 i,lanucl 1' Fez 1'. L., Product Control nu Product nfol Division MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE .'CE PCT Industries 1 070 Technology Drive Nokomis FL 34274 CONTRACTOR ENfORCT: \SENT SECTioN (335) 375.2966 FAX (3(6> 375.3PJ8 PRODUCT CONTRo), DivISioV (305) 375.29G2 FAX (30s5 372 -63 39 YOU: application for Product Approval of: Series SGD -2500 Alurrlinu'n S //dirt, Glass Door under Chapter 8 of the Code of Miarni -Dade County governing the use of Alternate Materials and Types of Corsirttction, and compJet Jy described herein, bets been recon mei)dcd [Dr nrce»1ance by the Mi4mi -Dade County Building Code Colnpllance. Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revolve this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No,:00- 0301.1)3 MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLEP, BUILDING I ti1LDi?,C CODE CONIPLi.3tiCE OFFICE METRO-DADE FLAGLER Ni�it 140 WEST FLAGI_ER S I'itrt r, SUITE 1603 MIAMI. FLORIDA .13130.1563 (3305) 375.29OI FAX {3O5) 375.2:908 CONTRACTOR LICE1SI SFCTios' (341)) 3•5 -2!27 FAX (305) 375.25 :A i.1 Raul Rodriguez (� Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODES: PRODUCT REVIEW COMMITTEE Expires:05/22/2003 This application for Product Approval has been reviewed by the BCCO and approved by the Building Cod and Product Review Committee to bi used in Dade County, Florida under the conditions set forth above. Approved;06 /08/2000 Iateeret rn it address: posimaster @baildingctdtoaline.com •rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Ho =tpt get bttp : / /wc-vw.bui_td ;ogcideaniire.com PG'T Industries ACCE?TANCE No.: 00- 0301.03 APPROVED JUN 0 8 2000 EXPIRES May 22, 2003 NOTICE, OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1,1 This renews the Notice of Accepaice No. 96 W93,03, which was issued on May 22, 199?. Il approves an eturninurn sliding glass door, as described in Section 2 of this Notice of Acceptance, designed to conicity with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings, 2. PRODUCT DESCRIPTION 2.1 The Series SGD -2500 Aluminum Sliding Glass Door and its components shall be constructed in strict compliance with the following document: Drawing No. 741, Sheet 1 of 6 titled "SGD - 2500," prepared by Progressive Glass Technology, dated February 14, 2000, bearing the Miar?:ii -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3,2 Other configurations allowed: OX, XO, XX, OXO, XXX and XXXX. 3.3 Head receptor is not allowed to be used in this installation. 3.4 For Design Pressue Rating vs. Door Size, and Reinforcement, See Comparative Analysis Tables in approved drawings 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shaft be installed in strict compfiance with the approved drawings, 4.2 The installation of this product Will require a hurricane protection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following; 6.1.1 This Notice, of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly rnatked to show the components selected for the proposed installation.. 6,1.3 Any other :iocu.rnents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue Perez, P.E,, Product Co ' xaminer Produentrol Division 2 of 3 PGT Industries NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporth g data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific condition of this Acceptance. 3, Renewals of Acceptance will not be considered if: a. There has teen a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with ail the requirements of this acceptance, including the cons - ect installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fec) and granted by this office, 5. Any of the following shall also be grounds for removal cf this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shaii be 4ause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END Ot THIS ACCEPTANCE • 3 of 3 ACCEPTANCE No.: 011 - 0301.03 JUN 0 8 2000 APPROVED EXPIRES May 22, 2003 , Ma.m. Perez, P.E., Pro Suct Product- Cttfol Division Exan i r*er L' R£'.(OVf TOP S:PE4'S AND. TO INS ?A' I. ;ZAP Li'XED PViEt. CUP TCr PAWL J,ru.i,9. USE TWO / 10 *- 3/4' FAN HEAD P?-'1L( 7S 134) TO , T4 Ci i CLirP 'O 11M42 r �+ rrF�D. ?::01f; 5 RCA r8 " .3G* FROM EACH END dt (NE AT 011)SPAIsJ USE TWEE E'R4Cf' ETS PER { ;AN _ AT TOP, MIDDLE AND BOTTOM OF PANEL. FOR FIXED SL?O NIG Gi.. SS DOOR_ PANEL / S1AL ±ATI 'N .I. SC PART NUMBER 4 18i 4 ?f i P'ttONZE, OR TO M4TCH 000R F1?WSH A'I'L) INSTALL W!TH fax 3/4" (7834M) PAN HEAD fi,' ILbPS S �REN AS SHOWN. OSt,'4C 13:V.OKET AS A l'eMPLATE PRE-DRILL LOCK STILE AND JAMB 141TH A 3/32" DFidL L T SEFOR£ CJIt1 ". "t'G SCREWS. 'St IWO 110 x 3/4" PAN HEAD PI-fIL. (71034A) TO ATAC!-s 80.701.M CUP TO PAI;E •AMB USING f31'k?. AS A iEMP;4 F rRF -0P!LL PANEL J41A5 W 1 JJ a 3/32" ,DRILL PIT BEFORE ERIW'G SCREWS. THEN AT TA RRK,'. TO Wf tY ; O x 7 1/2_ " HEX. l D. rf,P acdi ? UPNiSh'ED.D 9Y ). , srALE Fr . ONE 7/8" x Sfe' x 178" x '4" ta10 ALUM. RE;AVIER ANG iN FRAME SILL AT MiD SPAN OF EACH PANEL 60 �7GM Ri. , StCUREO 70 FRAME MTH FOU!? / i 0 x I 1/2 FLT. f1.EAD T,PCON TO UE r �1PN1S'1 - BY fWS1. iLLER. r RnsO J5te. [O;wn ey. D. e. t iv 'ete , a —j hwy.: i 1' } I S.rtev",1a9e7: ct:i•d .er 1 Doi • PANT r �LSj 1vi1\''r CL; c APr^ Ft C..4.1; QED FOR HiSt1 WIND LOAD !N,TAL' CLI 7� cr BE REOLENLD F ^.4 ;! LA f 1R5T fef:9{2 7Gn'F.£N P,r;?L. FOR PROPER t ?AL LA PON. \. \ 7LSL1A �nct1 1�y1 klt 4 10/ 0 x;70« y Or {c ko mis, . 34275 Avr;'r W.ria nit ■IODir:T :3;a 3LI'L t : ". 'l1- "..1f! LE OrT!Ct t ^/ „Li” INDUSTRIES 1 SOD -2500 GD --2500 OXXO Devotion pr 1�!': !�h ��fi' lJG: Soot: ISLenL' '! 0•cwr.,q /. Go #r. 7./1 I 1 F *4 6 i 107.06.3 1— 1 4.657 -45" Div; ;g1 t 0p ng 50.000 veRricA_5f:cTiON 103 0J0 1-3 75 1 I— .574 2.509 1 196.'300 1. 32 r • .500 - TY?. HORIZoNTAT_ s170N" L 2.43 — • 4. 50. , r),50 2/14/00 2 0 Lo 0 ------ 1,462 1— i __: 1 / .026 1 1 i t J 1 1 --- 2.310 -I i t L----- 2.562 1 --- -- t ' 47 •- 0 PiTKAO PS ';',OltrPLIV7G OM IRS SOLTri FLONDI.k tUI.Din :112P erk(7-4;01. 1:$: (41 E L 1 -P! ' : CODE OE iPlA , ktcf.., pl. _.(2?.;7- f: ) 3 c i i . 0 ickwaLtirir.kz. .tbevp,ur * Vs4 1070 Technofogy Or, Dfd 1k7: A No:kcn-L' DE s, R. - 1,4 .C.X :7 Aelfd174.1 7' 34275 SGO 2.500 0 x-.I. LJ .• en -----1 - / / 0 C. • 0 I (/-14.7:11 I J 1 ! 50.0.00 Py: Sec if° n Vie w w /'o ut ReinTorePrneet yo4a3R ?kx• CAT•te: 1 2-151 INDtISTRIES 741 jI 103' 1 01.3y:fight L 04alfrnifIg agyfig, Cip e ? 50.000 .3..6 V ------ I • 1 ••-_ 1 I i N \----■ Lt 6-3 - 4.657 It VeRTICAL_IECTION f 0 108,000 PJ ;95.0'00 MORiZONTAi. SCCTiOt.' - 1_250 d'÷ 4_590 z/e-rit, fitYsio: ticrlav)LoiT 'r4vrt1 eac ay7 0.13. oc , • * • • • Ciik$ 2r oda: 2/14/00 lb=ce___4461:7;,crItt vcd fiod-a./ 0:eakcd ,04 e SGD-25.00 5, 000 ;-'0 CDwipc,- ;11 LOT/V. ._/ SLI.LOIRG ZAW" 14 c,,ssft%u: 0E111 D::■+G CODI CCUPLI/iqf if la ACI.rf.fikKIA 110. 10713 Teakno. kiw Dr. Nokem.■s, FI. 34275 587 500 INDUSTRIES Dot:6,511m Sect ib lfie w wit h Re inforc e t PC its:Daq t.k.Le• 'C.v.'s JL t Dy:; F M. P 741 . 1L ier0ht 0 >r ill d th 5 .. Dcor 'ff..riti's - 1 - 44.0 43.000" 1 72.000 96.000" 72.000" 3 Z 000_1) 60.67 14 4.000'j 60.67 1 5. 000" 60.67 00 '' 60.67 192.000 r 7 72.000 130.00 127.14 60.6 7 96.000 i 102.93 1 73.90 1 60.04 60.67 60. 5 7 60.67 60.000 i 73.90 60.5 1 03. 000 90.06 1_ 64.04 5.4 60. 6 7 .54. 04 60.67 50.67 60.67 51.73 1 54.04 42.0.3 i 60.6 7 60.67 60.67 - 51.73 44.83 54.04 42.03 36.02 96.000 60.67 51,73 42.03 108.0a0 60.67 44,83 .36.02 60.67 44.83 36.02 l i 60.67 ' 1 0X, X.0 or XX OX 0 cr XXX 0X,0 or :)./XX,X Dr.ior i9 hi 0 >r ill d th 5 4 000" 1 72 00' . 0 1 96. 000 - 7.2-000 108.000" 106.74 92.97 144.000"__ 90,06 I 77.19 96.000' 130.00 127.14 [ 144.000' . 106.74 1 92.97 ;22. 000 ' 90.06 77.; 9 72.000 ! 130.00 1 127.74J , 106.74 92.97 1 90.06 1 77.; 9 130.00 127.14 80.000 96.000 i 102.93 1 73.90 1 60.04 102.93 73.90 60.04 102.93 i 73.90 51_04 1 03. 000 90.06 1_ 64.04 5.4 90.06 64.04 51.46 90.06 1 64.04 5 1.45 ... OX, X0 or ;CA' OX0 or .XXX . 0XXO ,... MO; r ..0t?cr 1 P. t 98. 000"[ 6 0.6 7 Orr Widths 72.O0] 60.67 ■ 09.67 144.000" i 96000' I 144.000"1 192.000" 60.67 I 50.67 60.87 i 60.67 48.000" ! 72.000 72,000 60.67 1 69.67 80,000 60.67 1 60.57 60.57 60.67 60. 60.67 1 60.67 60.67 60.67 96.000 60.67 i 60.67 60.04 , 60,67 1 60.67 60.67 T 60.67 OX0 or XXX 60.04 51.46 60.67 60.67 1 0XX,0 60.67 I 60.94 60.67 I 51.46 or XXXX 108.000 60.67 1 50.67 51.4 6 OX, 0 Gr XX Witho, t. Reinforcemeqt. Nce .6c.r.cd tn Goiwperai;v43 Anersis, Door irdt;35 72,009 108.00[2i !44.000" 95.000" 100.87 7.4.72 1, _63.04 100.87 CIF? ;4 /4 r tat °car ji 111 48.000" 72.000 f, 95.000 72.000 1 700.0 7 74.72 i 63,04 , Pi, ix ),) 1 r;r) r ,qg. /:): ; 1;4 r).!, 96.000 72.05 5 42.03 72.05 51.73 ' 42.03 7205 . 1 51. 73 Hoi 108,000 63.04 1 '1-4.83 .36 02 63.04 44.83 36.02 ; 63..04 1 44.63 36.02 0/, /0 or XX 0X0 cr XX>,' OX.X0 or XXX/ b Pos Dr:s!/,1 Lcx ft: (PST ) °seri or Corr, ivc.ti'sit; Anulysis. With ALUMINUM Reinforcement aive t.coey 'Psr hosed or; Corr, oreive Arialys;5-. b) Positive De Goods (PSF) based on CornparoUve AnE.:1 1.44.000 12. 74.72 1 6.104 ro:sk,nr: tty: tL art, NI Ey; D.H. Ottr; 2/14700 • • Frac0 zt 3 /6 At-A-4 Ai: (4.47.4' AvAr 1' 5 500-2500 Pr pfit,r); 'SGD OXXQ DOOR i. Clozire: .3,./5" ert'2 •• ••.. 1 OX,k'0 :5";: sior. g: • • 0.) +50 P.s.F. ocs:6o Pcsj Ri 1hci rn +35 P. S. F., -35 PS. F. 4.) 2 Aryffilorr, Fi.r r - ;NI .D5 !cl.:D MAY. 2 3/ F.A EA7:11 C('RNcR (hcLeil) SILL) MAX. 6 - 17?01.? 641. CORNER (2Ai-e MA:e. .SFACiNC AP' HEAD & SP_L: rc.00 MAX. SFACifiG Al 14.0CD 5.) ST Recuirarnert: are Re.7u:re4d, 6.) Peferen Repart: o ) Fi - ( L1 Pain rex: 7.1 fel !,) b) F7L-1 352 (Ye'il I Aft.177). UP? 7.) Ail i CA.)111 1'4/5 Setre-e,iiic..- 8.) r.;ser to be cUcchd M x. 12" fr..)m rend 2.4" F..cir. r L. AFTIVcat rfi 114 $1: ftfli::KA p4otrts,T 8. (:Jr. s:-N TFln 6: 1 '301.03 2 1070 Tetrtelogy Dr. Wc Fl. 5427.5 talv rte.: I e-'rtl,ap 1.,. INDUSTRIES Corr? larative Anclysis i • s i 1"t it • 4,.. •I) 1 -t t"�t - I i y J _ ! 5A I1 ■ ?? � 1 ---A"...", 1 r .CSC It } y. J ' I 1 t- _ -.-•.. ,7-.....,12„...5_ , T- .._, k 1/4' .PDON r TYP, NCA tie TAPCON r .250 ▪ i� • 3 f - 1,) , - CC?9U:r ML ir'..V41£R S�1JA i3t0 S A3. TYP. TYP. Lj4 {t3 2 x Wt)OJ 112 W.77; TYP. 11640 tYP. I • • Y • 4 1 xY BULK r «)� D S, iPTiCR� f V. T ;' 1 _ _ V'F,r�'9C'R VENDOvi 1 Locks fife ;t 65.162 �1_c AF_9362 9 In lerfd c k t_ 3 �'o {tom t ic7r! ` ! 6940 �.T coo AF-9 9 _ .,81 � A.coo AF-8173 � Tat Rot _ e • 6 72 Arc ,7 A 7 2 J - c t• 5 Glozinq Vinyl �.. : • , •&73041< Tecrn Plastics 07594 . 6 Wheel A : 75- - 24L Nc;tonwirie lndc:siric, 7 _ Pi[7.11i4` Rot torn POlt ?.l,_ ( ;) , itir. 41502 POT fret.d5ifiS 8 Flastic Top Ponei r::- _ • • • . 4 180; P;1 lr,cbsirfes 9 ..320x. 187 Top/6ot. R.7i1 I,wsfp -• Pile. r— 6FEL Schlegel 1:-.!:.7e3;--787 10 200x.187 rnierfock Wstp - PUe - ` - • • • r 62003k ;r {1ler1 F,57619 -187 11 • 10 x 3/4 Top RGrl Assv. Ph. Pon SMS 710 Fos'- , tr;d. ; r 27 12 1 4 -20 x 1 dot. Rail Ass-'• Sc-'ew �720X!I? Spot. - P;odLrts tt,:54 13 Latch Assy Lock Side 7LDCKK Nationwide Industries 14 L.30? Assy. -- 01i :nr y S *de 7 DIJMMY Nations-fide. inklus!rie.s ' 1 1Q 3 2 x 7/t3 Lace Scr, Ph. f7. 51.l,S 71076 Fos`ec 'r 1135 16 Heavy Duty Ast E249 .4icc•a AF•-94 2 17 Aluminum Rernfcrcerrent 6i2F13X h Jere? 3 3_' l ame 1'eod - 66179 Alcoa ;,F - ,R ? 19 Frame Silt Alcoa 'F -P18T 0 Frarn'3 Jornb 21 Latch Xeeier 2 2 Tr. Ph. SMS 23 Scree Keeper 60181 63180 Arco° 7SDKEEP l';ltior)wide 'nth rstrre, 78X121SAZ Fcs_tec 41804 PGI ineustries 24 L&ch Keener 5 acers 41816k Jamb Barnoer � � 72087f: 6 N 5 16 Ph. Pon SMS 7PPLVA 27 Ni- -P,isc St ?1 69.371 Afcoa 28 5 x t/2 Ph. Part 5145 7fX12,'s SD'e„cer f �vdr s 2° 1 Deist Fiuq - fi1qh 30 Sid Dust Piu. - L 0 i Pile 31 ''6 x 3 4• 32 .200 x .137 ...tomb Ws p - Piie Fixed Panel Clips nixed Panel Cilos 35 Fixed Parcel $racket PGT indLstries ccstcocsi Rikker �. f'rostic Foster: '• <d. 7P64GG Ultrcrfob fr+c. r5 030 7PJ0 _ Ultrafab Inc. P.3., C4 7834M S enter Product 62013it Sc -Wegsi - 1209 71 1.3A 0&,6- 717 72 SL IA D&13 1 718 41614 PGf lv:oustrks j 645 ?11'nvED ao e.stPtratik3 rirt trt WAN FUTP,;aA 8l'HATIS L'7i =E P204.1 S90.01., DIMS t1i1v;; tDt'L• C@iTF!544+:f. ?ft Ci ncermANcr ro. or - 02°X INDUSTRIES SGD- -2,500 OXXO Bill or Materials, Anchorcc�e a PST 4C: +CHI:1M j ' Saw*eC ' 't rOrasiry Ra• 16„ 506 74 4F -P -780 1 137 1.38 ,q 1 11:56 Nr 1.) !TEA j2 WiLL CHANGE TO fiEM 16 DEPENDING ON CONFIGURATION OF PANEL. CON9CUPAPON 'S OXXO. 2.) NEW 1 7 USED ONLY WHEN ALUM. REVFORCEMENT i5 REQI.ERED. Gad 4: 14'PRDSID AS CO31fitYiNG 1lT 1)E SJDUlti F10iZ1tA BUR.Din ttt ° ,Dvfc _ FkOD r C IO1 DIYEICR 2,UilDift CODE M41.1ANIX OFFICE t.CCEMME }Xf. 4 0'39( Dot': 2/ Skios/Aiodtt SGO-2500 .7 rmici:-Jecr ± 1/54. ,C f An t r 1670 Technology Dr. Nokomis, FL 34275 INDUSTRIES SGD-2500 OXXO Elevation 5h rekI, I [6a6 74 1 PI I' k3n E r A 0 0 0 F A \ ,{. '� ( \ 5Z1`,/EUJ •T v CO Ci STE `( V 71- E 67 \CC JooD aRL 6\7,' 0&E. SSE -EE \c2 311' 1 A 11 Co`'SC,4A! i EX ' QCs WC✓ D r.° ;Z,45LE 5 REPO' /a 1 Dooms ea '. 1.374: i ED / %� / / / / %•, /i %// 1 :RAW s it _ i� 0 L 51. 0 42 1S.00' ( O1") 115.00' (1;24M) Q SCALE 1/8 ": 1' -CC" �/ i i /� iii i /r ; t / / i I A 6COPE OIL WORK 1 -) CLOSED THE ■XI671NG GARAGE DOOR 2-) OPEN A NEW 61 -1NDER DOOR 3 -) OPEN A NEW WINDOW NI.H 4th Av�NU� 0 0 A but AJ 1< A , 37.0 NO T ) (.P r e• q) e I t '� ,>, ii 11 1 Il it)) 1ZSvrSED 3Y iw m 2 \e " AL ill c) (o c i 4 3 o w--- t ol 1 1T1 1!L � �u o 1 ® 101- 2 n-- (Y) ' 1),/ DRAWN DATE MAY 3 - O2 SCALE 1/8 "= • AMPARO MEJIA R. el t i=1-4N1 P3 U 11\11 - LA))Q 5(..i +CV■1-C WIDTH HEIGHT CODE MATERIAL GLASS AREA VENT AREA REMARKS CONTROL APPROVED ** 0 31.00" 26 No 22 MTL/GL 665 STUDY ROOM EGRESS DOOR SCHEDULE WIDTH HEIGHT DESCRIPTION MATERIAL REMARKS A 6' -00" 6'- 8" SLIDERT DOOR STEEL DOOR STUDY ROOM BATHROOM BATHROOM SCOPE OP UJOR< 1 -) CI.OSED THE EXISTING GARAGE DOOR 2 -) OPEN A NEW SL I NDER DOOR 3 -) OPEN 1.4 NEW UJ INDOUJ EXISTING TO REMAIN BEDROOM EXISTING TO REMAIN BEDROOM CLOSET CLOSET 43' -4" THE EXISTING WOOD GARAGE DOOR SHALL BE REMOVED AND WILL BE ENCLOSED HOW 15 SHOWN ON THE DRAWING PYD V I d - t [10 4 (i •1 li, L 1\1 A -S o li rl C '.€ 1 ;4 :, ei 6: d-f a. IfeK Lt� EXISTING TO REMAIN FAMILY ROOM N.G.V.D. 12.16' LIVING ROOM EXISTING TO REMAIN EXISTING TO REMAIN PORCH ACC 1sPTANC1 No 00- 0301.03 m PIRiiB> 05/22/2003 J r itiMillialUallarr EXISTING TO REMAIN KITCHEN EXISTING TO REMAIN DINING ROOM crl \ \ \ - -- 1 2' -11" • NEW 4 "CONCRETE -SLAB WITH 6X6 10/10 WIRE MESH OVER WELL COMPACTED FILL. 4 11 10' -2" (3� �1 Y STUDY ROOM N.G,V.D. 1 1.15' ACCNPTANC/ No 01- 0102.03 iiXPIRIe: 0t/13/2006 >C4 CONCRETE NOTES EXISTING TO REMAIN GARAGE N.G.V.D. 11.15' BATHROOM EXISTING TO REMAIN MAIND'S ROOM 1.- ALL CONCRETE WORK 15 DESIGNED ON THE BASIC OF "STRENGTH IN ACCORDANCE WITH ACI 318, "BUILDING CODE REQUIREME•tE" FOR REINFORCED CONCRETE. ALL CONCRETE WORK SHALL BE CONSTRUCTED ON STROCT ACCORDANCE WITH ACI 318. 2.- CONCRETE WORK SHALL BE PROPORTIONED IN ACCORDANCE WITH ACI 301. "SPECIFICATION FOR STRUCTURTAL CONCRETE" AND ACI 211.1, RECOMMENDED PRACTICE FOR SELCTION PROPORTIONS FOR NORMAL WEIGHT CONCRETE " TO PRODUCE a 28- DAY COMPRESSIVE STRENGHT OF 3000 P.S.I. FOR FOOTING AND SLAB ON GRADE AND 4000 P.S.I. FOR REMAINING FLOORS BEAMS, COLUMN 3.- CONCRETE SLUMBS LIMITATION: 4 "MINIMUM AND 6" MAXIMUM. 4.- NO WATER SHALL BE ADDED TO THE CONCRETE MIX AT THE J013 SITE WITHOUT APPROVAL OF THE ARCHITECT OR ENGINEER 5.- NIAXIMUN AGGREGATE SIZE SHALL BE 3/4" INCH . ALL AGGREGATES SHALL CONFORM TO 4STM C -33. 6.- ADMISTURES MAY BE USED ONLY AFTER APPROVAL BY ENGINEER . 1.- ALL CONCRETE TO BE PUMPED SHALL BE DESIGNED ACCORDINGLY AND SHALL COMPLY WITH SLAB LIMITATIONS STATED HEREIN t ABOVE AND WITH AC1 301 .SPECIFICATIONS FOR STRUCTURAL CONCRETE AND ACI 304, PLACING CONCRETE PUMPING METHODS COMMITE REPORT. a- AMINIMUM OF A 3 (INCH INSIDE DIAMETER PUMP AND PIPE SHALL BE USED TO TRANSPORT CONCRETE. 9.- ALL CONCRET SHALL BE CONSOLIDATED TH ROUGH USE OF MECHANICAL VIBRATORS. 10.- ALL REINFORCING BARS SHALL BE DEFORMED ,WITH A MINIMUM YIELD POINT. 60.000 PSI AS PER 45TM: A 615, 11. -ALL SPLICES IN REINFORCING BARS SHALL BE LAPPED 40 DIAMENTERS MINIMUN. REINFORCING BARS SHALL BE CONTINUOUS AT THE CORNERS. 12.- POUR FLOOR SLABS ON GRADE IN ALTERNATE BAYS A5 SHOWN ON PLANS EACH. WITH 1/2" PREMOULDED FILLER BETWEEN SECTIONS CR CUT ALL CONTROL JOIST IN FLOOR SLAB WITHIN 24 HOURS OF POUR THE EXISTING WOOD GARAGE DOOR SHALL BE REMOVED _ AND A NEW GARAGE DOOR WILL BE INSTALLED IN ITS PLACE. :" Ct V- ©C3) (0 CUT VERTICAL OPENING TYPICAL CONC. IN CONG.BLOGK BLOCK WALL ( EXISTING TIE BEAM " 5 FROM FOOTING TO TIE BEAM DRILL 3" HOLE UJ/6" MIN DEPTH TO RECEIVE " 5 STL. ATTSCH STL W /HIGH STRENGHT EPDXY GROUT • .' I IMPACT RESISTANT GLAZING OR SHUTTER -® ‘t. rf le fi s il# 4 1 : MORTAR AND GROUT EXISTING CONC. BLOCK WALL 1 "x 4 "P.T. WOOD BUCK UJ/1 /4 "x 1 -3/4" TAPCON SCREWS AT 4 "FROM THE END AND AT 15" O.G. MAX. ELSEWHERE EMBEDED IN CAULKING (REQUIRED PRODUCT CONTROL APPROVAL AND A 6EPARATE BUILD NG PERMIT). 5 0/FROM FOOTING TO TIE BEAM ' RE INFORCED GROUTED CELL "_ 1 SCALE 3/4 1 INPORCED GROUTED CELL CONNECTION 10 T I M BEAM 4 OOT I NG CUT OPENING IN BLOCK WALL FOR DOOR OR WINDOW SCALE 3/4"= VERTICAL CELLS TO BE GROUTED SHALL PROVIDE VERTICAL AUGMENT SUFFICIENT TO MAINTAIN CLEAR, CONTINUOUS, VERTICAL CORES MEASURING NOT LESS THAN 2 "x3" 2.- VERTICAL GROUT BARRIERS OR DAMS OF SOLID MASORY SPACED NOT MORE THAN 25 -00" APART SHALL BE PROVIDED ACROSS THE GROUT SPACE IN THE ENTIRE HEIGHT OF TI-4E WALL TO CONTROL THE FLOW OF GROUT HORIZONTALLY. 3.- GROUT SHALL BE PROVIDED MIX HAVING A MAXIMUM SLUMP OF 9" + / -1" 4.- GROUT SHALL BE PLACED BEFORE ANY INITIAL SET INAS OCCURED, BUT IN NO CASE MORE THAN 1 -1/2" HOURS AFTER THE MIX- DESEGNED WATER HAS BEEN ADDED. 5.- GROUTING SHALL BE A CONTINUOUS IN LIFTS NOT EXCEEDING 4' -00" AND A MAXIMUM POUR OF 12' -00" 6.- GROUTING SHALL BE CONSOLIDATED BETWEEN LIFTS BY PUDDLING, RODDING OR MECHANICAL VIBRATION. 1.- THE GROUTING OF ANY SECTION OF WALL BETWEEN CONTROL BARRIERS SHALL BE COMPLETED IN ONE OPERATION WITH NO INTERUPT!ON5 EXCEEDING 1 HOUR DOOR NOV: EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. DOORS, BATH AND SHOWER ENCLOSURES, AND FRENCH GLASS DOORS AND SIDE LITER CONTAINING GLAZING MATERIAL GREATER THAN 9 SQFEET IN AREA 4 4 WITHIN 5' -0" FROM FINISH FLOOR SHALL BE CLASSIFIED AS CATEGORY II SAFETY GLASS. NOTE: DOOR "D" FOR BATH "1" SHALL BE HANDICAPPED ACCESSIBLE. EGRESS WINDOW NOTES: IN AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE, TI-4E MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL NOT BE LESS THAN 20" IN WIDHT, AND 24" IN HIGH, ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER TI-IAN 54" ABOVE TI-4E FINISHED FLOOR MASONRY- GENERAL BLOCK UNITS SHALL CONFORM TO FLORIDA CONCRETE AND PRODUCT, ASSOCIATION SP ECIFICATIC,aAND ASTM -C 90 -1 MOISTURE CONTENT OF BLOCK SHALL NOT EXCEED 34 OF TOTAL OBSORPTION AT THE TIME OF PLACEMENT, MAXIMUM LINEAR* SHRINKEGE FOR BLOCK UNTS -USED FOR EXTERICOLLS, SHALL NOT EXCEED -04" (DIVISION "S ") MORTOR SHALL CONFORM TO ASTM C21P -13, TYPE "M" (2500 P51). CRACKS IN MANSORY ARE ANTICIPATED GENERAL CONTRACTOR SHALL BERESPONSIBLE FOR FILLING AND SEALING ALL CRACKS , GENERAL CONTRACTOR TO SUBMIT TO ENGINEER IN WRITING LOCATION DESCRIPTION AND SIZE ALL CRACKS AND PROPOSED METHODS FOR REPORNG 1 NEIU SLIDER DOO NEW CONC,STEP DRILL 3" HOLE W /6" MIN DEPTH o OPENING FOR DOOR OR WINDOW EXISTING CONC. BLOCK WALL (42 "LENGHT). "5 STL. DOWEL EXISTING FOOTING 111 11 1.1 11 11 •, ti Sifts , a:` . a EXTG, S" CONCRETE BLOCK WALL NEW 1/2 "EXP.JOINT EXISTING 1/2 "EXP.JOINT tYP. MXTG, POUNDAIT I ON 4 WALL SECTION REF'A f R SCALE 3/4"= 1 -00" NEW S "CONCRETE -SLAB WITH 6X6 10/10 WERE MESH OVER WELL COMPACTED ��- NEW FF.E. 11.15' F.F.E. 10.49' EXTG 4 "CONCRETE -SLAB WITH 6X6 10/10 WIRE MESH OVER WELL COMPACTED FILL. EXTG.16 "X CONT X 10" DEPTH CONCFOOTING W/2 GONT.RE INF.BARS BOTTOM. SECOND MEANS OP SCAPE A DOOR STARWAY, PASSAGE, OR HALL PROVIDING A WAY1 OF UNOBSTRUCTED TRAVEL TO THE OUTSIDE OF THE DWELLING AT STREET OR GROUND LEVEL THAT I5 INDEPEN DENT OF AND REMOTE FROM THE PRIMARY MEANS OF ESCAPE A PASSAGE, THROUGH AN ADJACENT NONLOOKABLE SPACE INDEPENDENT OF AND REMOTE FROM THE PRIMARY ESCAPE TO ANY APPROVED MEANS AN OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE WITHOUT THE USE OF TOOLS, KEYS, OR SPECIAL EFFORT AND PROVIDING A CLEAR OPENING OF NO LESS THAN 20 IN. WITH 24 "IIN HEIGHT, AND 5.1 5Q . IN AREA THE BOTTOM OFI THE OPENING SHALL NOT BE MORE THAN 44, IN ABOVE THE FLOOR SUCH MEANS OF ESCAPE SHALL BE ACCEPTABLE IT .- THE WINDOW U5 WITHIN 20FT, OF FRADE, OR .- THE WINDOW 15 DIRECTLY ACCESIBLE TO FIRE. DEPARTMENT RIQUERET APPARATUS AS APPR OvED BY THE AUTORITY HAVING JURISDICTION, ORh NOTE: ALL TOILET ROOMS, SHALL BE PROVIDED WITH A MECHANICAL EXHAUST SYSTEM TO PRODUCE 1 COMPLETE CHANGE OF AIR EVERY 3 MINUTES. EXCEPT THAT THERE THE VENTILATING AIR HA5 BEEN CONDITIONED THERE SHALL BE COMPLETE CHANGE OF AIR EVERY 1 -1/2. AND MECHANICAL. VENTILATION SHALL BE BY AN APPROVED EXHAUSTO SYSTEM DISCARGING OUTSIDE THE W/MINIMUN LIGHT 4 VENTILATION IN BEDROOMS. ROOMS USED FOR SLEEPING, SHALL BE PROVIDED WITH LIGHT AND VENTILATION BY MEANS OF WINDOW IN EXTERIOR WALL WITH AN AREA NOT LESS 1/10 OF THE FLOOR AREA OF SUCH ROOM, NO LESS THA 1/2" OF THE REQUISED AREA SHALL BE OPENABLE BY REQUEST SF.B.C. 1305. (a). PROVIDE SHUTTERS FOR ALL NEW + EXISTING WINDOWS